HomeMy WebLinkAboutSIGN SET UP-INSTRUCTIONSSt. Lucie County
7061 US Highway 1, Port " ' "'"
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT • '
NLQY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICAB'I.ECODES. • PANTONE 361C • PANTONE 312C
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILTTYOF THE
CONTRACTOR OF RECORD
2 of 5
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IS PANTONE 381C _ WHITE
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John J.Orlando PE LLC
Conforms to the requirements
WELLNESS is dual -color P5V that lights white by night
165 Old Ridge Road
of 2017 FBC Section 1620 HVHZ
Macon,GA31211 4787315394
V(Ult)=170 mph
jjorlando@cox,net
Risk Category=ll Job 5218LSG
Florida registration#0044089
Exposure sheet 2of5
p1I Print 7056BR-4 Uate 11/9/18
5521 Line 1
rp=Cdtiral Dimension for UL FILE NO. E70436
` Internal Quality Control
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TOTRANSFORMER
BOX ABOVE
DROP CEILING
SOFFIT DROP CEILING
7061 US Highway 1, Port St. Lucie, FL 34952
POWER SUPPLY
IN TRANSFORMER BOX
1" x VALUMINUM TUBE FRAME
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GC. SUPPLIED CONDUIT
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W/ APPLIEDTRANS. PSV / DUAL -COLOR PSVTAGLINE.
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DISCONNECT
J-BOX with PRIMARY
.125°THK. ALUM. BACKS
SWITCH
ELECTRICAL (BY OTHERS)
WHITE LED
\
LOCKABLE PRIMARY POWER
DISCONNECT SWITCH
(BY OTHERS)
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INSIDE THE BUILDING
MOUNTING DETAIL SHEET
PROCEED TO PRODUCTION
AUTNO UZED SIGNATURE
3of5
DATE
WEEP HOLES
(2) MIN.
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UL FILE NO. E70436
ABOVE DROP CEILING
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John JP Orlando PE LLC Conforms to the requirements
165 Old Ridge Road
of 2017 FBC Section 1620 HVHZ
Macon,GA31211 4787315394 V(Ult)=170 mph
)jorlando@cox.net
Risk Category =ll - job 5218LSG
Florida registration a
0044089 Exposure C sheet 3 of 5
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AUTHORIZED SIGNATURE
4of5
DATE
UL FILE NO. E70436
7061 US Highway 1, Port St. Lucie, FL.34952
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No 0044089CC
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John J. Orlando PE u-C Conforms to the requirements
165 Old Ridge Road of 2017 FBC Section 1620 HVHZ
Macon, GA 31211 478 731 5394 V(Ult) =170 mph
)jorlando@cox.net Risk Category=11 job 5218LSG
Florida registration # 0044089 Exposure sheet 4of5
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Volts 120
Job name SuuReme Wellness
Job# 5218LSG
Sign company: Lauretano Sign Group
Installation location: 7061 USHighway 1 PortSt. Lucie, FL 34952
Section 1609.6.4 of Florida Building Code 2017 applies.
Application of wind pressures using the alternative all heights method for components and cladding
Type of structure: wall mounted lighted cabinet Is
Occupancy Category: II
Ultimate design wind speed, figure C, FBC 2017, section 1609: 170 mph
Wind stagnation pressure (qz) per 1609.6.3 FBC 2017 74.0 psf
Net Pressure Coeficient (Cnet) from Table 1609.6.2 (1)
Components and cladding not in areas of discontinuity - walls and parapets -1.09
Wind Pressure -80.7 psf
Wind load applied between wall and structure, pulling structure away from wall
Load carded by tension in fasteners connecting structure to wall
- maximum height of structure to be attached
4.00 ft
- maximum width of structure to be attached
7.50 ft
-fill factor
1.00
- projected area of each component to be attached
30.0 W2
-wind load
-2420 Ibs
- design limit tension load per fastener to
600 Ibs
- even number of fasteners minimum of 2 =
-6
- number of fasteners practically required due to structure shape
-weight of structure is approximately
120 Ibs
- design limit shear load per fastener to
200 Ibs
- average shear load per fastener =
20.0 Ibs
Mounting surface construction is: to be determined
Use methods: 2 through 4
Method 1 - Liberty brand toggle bolts
- use 3/8" x 6" long toggle bolts, item no. 38600TM
- ultimate tested shear load in hollow CMU = 30001bs
- ultimate tested pull out load in hollow CMU = 1800 Ibs
- design pull out load = 250 Ibs
NOTE:. Design assumes that fasteners are installed according to manufacturers
instructions, using correct size drill.
Method 2 - Lag bolts into framing members.
A
-use 3/8" galvanized lag bolts with at least 5" of embedment into framing members.
- allowable tension load =
680 pounds
Method 3 - Through bolts into a blocking member.
- use threaded steel rod into a blocking member placed behind framing member.
- ultimate tension load #10124 rod =
100 pounds
ultimate shear load =
- ultimate tension load 1/4" rod =
270 pounds
ultimate shear load =
- ultimate tension load 3/8" rod =
680 pounds
ultimate shear load =
- ultimate tension load 112" rod =
1260 pounds
ultimate shear load =
No 0044089
STATE OF
50 pounds
200 pounds
510 pounds
940 pounds
Method 4 - Hilb 3/8" x 3" Kwik Bolt TZ SS 304, Item number 387523
- ultimate tension load = 1520 lbs
- allowable shear load = 1685 Ibs
NOTE:. Design assumes that fasteners are installed according to manufacturer's
instructions, using correct size drill.
httos1Awwv.hilti.com1medias/sys master/documents/hac/9233455513630frechnical-information-ASSET-DOC-LOC-1543424.odf
References:
ASCE 7-10
The 6th Edition (2017) of the Florida Building Code
John J. Orlando PE LLC 0044089 sheet: 5 of 5
165 Old Ridge Road
Macon, GA 31211
(478) 731-5394
podando@cox.net . -